HomeMy WebLinkAboutGlazer, Glen
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ELIZABETH A. NEVILLE, MMC Town Hall, 53095 Main Road
TOWN CLERK p P.O. Box 1179
Nl Z Southold, New York 11971
REGISTRAR OF VITAL STATISTICS p .F Fax (631) 765-6145
MARRIAGE OFFICER Telephone (631) 765-1800
RECORDS MANAGEMENT OFFICER www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD D ~I
D
TO: Southold Town Building Department OCT 3 1 1013
FROM: Carol Hydell, Southold Town Clerk's Office BLDG DEPT.
TOWN OE SH i s0. D
DATED: October 30, 2013
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4175 for a Cesspool/Septic Tank Construction
Permit submitted by:
Mark Schwartz for Gene & Carol Glazer
Please review the application and location map and advise if this office may issue the permit.
Please complete the form below and return it to me. Thank you.
* * * * * * * * * * * *
I have reviewed the application and location map of the project cited above and make the following
recommendations:
APPROVE
DISAPPROVE
1
Comments:
Signature
lZ ~
Dated
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ELIZABETH A. NEVILLE Town Hall, 53095 Main Road
TOWN CLERK p P.O. Box 1179
H
REGISTRAR OF VITAL STATISTICS 2 Southold, New York 11971
y. of
MARRIAGE OFFICER ~~w,. • Fax (631) 765-6145
RECORDS MANAGEMENT OFFICER -p 0 Telephone (631) 765-1500
FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @ $10-or Non-Residential @ $25 Application No. l
n Permit No.
Applicant Name
Applicant Mailing Address ro 6~x-:j jr 3
Septic Tank or Cesspool
Brief Description of Proposed Construction or Alteration /V/te r.. / $ y T T1
Ml2 Allk- t/ t~l
Location of Proposed Construction/Alteration:
Owner ofProperty: _Cqr~A/ t C A,;&= t-
Owner Mailing Address: 6G L r/2EL- C -
T-Owner Property Address:
Name and phone number of contact person
Tax Map No: Section Block L3 Lot 6 3
Cross Street
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY W H H + DEPARTMENT APPROVAL
Sid iature of Ap • nt ate
Received by:
HEARTH
OPEN SPACE PROPOSED SEPTIC SYSTEM DETAIL REVISIONS:
NousE NOT TO tcuE)
VACANT ELe/..IS'
L - 167.961 R = 200.00' FINISHE0.9 D GRADE FINIS GRADE
FLMINED ELEV. .a
D'
L = 35.20'
L
65()0 TOP EL -I.aMIN. TOP EL -I.r 16' MIN. 1' DIA
~ 1517 FROM APPROVED PIPE SFPM APPROVED PIPE OITRIBUTON
SEPTIC W. EL mIn. PITCH 111'A' TANK mm. PITCH 11VIT PpU FHINIG-0. 4r
R INV
EL -2.6' 3' CLEAN
.
SAND
INV. EL Q.tl M
. EL COLIAR
-2.5' 'In . O MIN.
ININ-GBW POOL W1 RI ISTRBUTION POOLS 8')N' NOT. EL -5.4 GROUND WATER
~
f ° (4) LEACHING POOLS B'%f HONE DEFECTED)
LEACHING POOLS a
NOTES:
I). MINIMUM LEACHING SYSTEM IS 2 DISTRIBUTION POOLS: 4' DEEP. r DIR..'. "J
/ - 1 4 LEACHING POOLS: 4' DEEP. V DIA
COVERED PORCH I - 2). LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE u
SCREENED , (OR EQUAL). 3
YiPL1401RB /4 PORCH T , S
^ / F 1 3). ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL).
0 \ - DWELLING 41. A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE
MAINTAINED.
\ PUBLIC WATER 1517 FROM
SEPTIC 5). AN W MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL
BE MAINTAINED.
~ 35TO0.Y FRAMED HOUSE
,
I GAMGE 1 O Pry
SEPTIC TANK
' z
1 MIIN~IMUM SEPTIC TANK CAPACITIES 5 2000 GALLONS. O N
DWELLING x WQ
COVERED PORCH 1 3). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 pd AT
PUBLIC WATER 28 DAYS. U
A` S e
p ~ , ~ 11 \ 3). WALL THICKNESS SHALL BE
THICKNESS O OL Ir. MINIMUM OF 3'. A P THICKNESS OF 6- AND A
MAIN F+y
SITE PLAN BOTTOM THICKNESS ALL WALLS.BOTTOM TOM ANDTOPSHALL CONITAJN
REINFORCING 70 RESIST A AN APPLIED FORCE OF 3170 pd. CI]
~ 11 - 4). ALL JOINTS SHALL BE SEALED SO THAT THE TANK U WATERTIGHT. O Pyl
;,;YT L s SCALE. 1 30'-0' 5). THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A P+ O
< -TB 'U X MA>L TOLERANCE OF V41 ON A MINIMUM 3' THICK BED OF COMPACTED
' -:n 159F '`1(T 1 SAND OR PEA GRAVEL. P4 rn
r C7 SE 0 O'P/Im_ co
QI
. ~0 G7 7T a 'w4Y 6). Ala MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED.
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LAUREL TRAIL
SCTM# 1000-126-13-3
z m ~R-gSOO L,887 F 115.001
3 c0i 0 S R = ~ ~ 39'35 a~
m 25.00 F ~Z
1 co
L = 23.94' - x17= O
SUFFOLK COUNTY UEPARTNIENT OF HEALTH S[RVIC9%
C O U R T 4R~. PERMIT ,'08 AP RCz,'AL 07 CO9 ?TRUCT!0,N ~4R A y
LAUREL
PUBLIC WATER SINGLE FAMILY RCS,De14Ct ONLY 5
SEPTIC SYSTEM LOCATION:
SYAL: DESCRIPTION: LOC. A L«. to y s OCT 2 4 2013
ST 20WpLSEITICTANK 22.6' We DATE
DP 1 B' d.. K 4' dip DISTRIBUTION POOL 36.8' 58.7 VACANT VACANT
C;72 8' d.. %4' &I p DISTRIBUTION POOL 325 65.4 APPROVED
IPI r d..% 4'M, LEACHING POOL 385 Gar FOR MAXIMUM OF BQDROOIMi DRAWN: MR/MS
Ire rd. K, de.p LEACHING, POOL 552 EXPIRES THREE YEAR6 FROM DATE OPAPPROVAL SCAmat.M 114'-1'17'
V3 8'd.. %1' deep UACHING POOL 13 ON .5' 61.1'
OSI.bv 08, 2D13
~ IPI rd..%1'dwpLEACHING POOL 39.r 69.4 - BI3PETNUMBPR:
1517 FROM
150' FROM SEPTIC -
PT C